Numerical Analyses of Geogrid Reinforced Embankment Over Soft Clay

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dc.contributor.authorKeerthana, C.
dc.contributor.authorVibhoosha, M.P.
dc.contributor.authorBhasi, A.
dc.date.accessioned2026-02-06T06:36:28Z
dc.date.issued2021
dc.description.abstractConstruction of embankments on weak foundation soils is a challenging task for civil engineers due to excessive settlement, bearing capacity failure and slope stability issues. To solve this problem, a variety of ground improvement techniques, including vertical drains, grouting, complete soil replacement, geosynthetic reinforcement and piling, are adopted. Geosynthetics provides an alternative and economical solution and has been increasingly applied as reinforcement in embankments on soft soil. In the present study, 3D numerical analyses using the finite element program ABAQUS was carried out to study the time-dependent behaviour of geogrid reinforced embankment. Parametric studies were carried out by varying the height of the embankment. © 2021, Springer Nature Singapore Pte Ltd.
dc.identifier.citation, 2021, Vol.83, , p. 381-390
dc.identifier.issn23662557
dc.identifier.urihttps://doi.org/10.1007/978-981-15-5644-9_28
dc.identifier.urihttps://idr.nitk.ac.in/handle/123456789/30489
dc.publisherSpringer Science and Business Media Deutschland GmbH
dc.subjectEmbankment
dc.subjectGeogrid
dc.subjectNumerical analyses
dc.subjectSettlement
dc.subjectSoft soil
dc.titleNumerical Analyses of Geogrid Reinforced Embankment Over Soft Clay

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